Inelastic shell instability of thin-walled circular cylinders under external hydrostatic pressure
This paper reports on experimental work carried out on nine thin-walled circular cylinders which were tested to destruction under external hydrostatic pressure. Seven of the cylinders failed through non-symmetric bifurcation buckling and two failed through axisymmetric collapse. The results were use...
Gespeichert in:
Veröffentlicht in: | Ocean engineering 2000-07, Vol.27 (7), p.765-774 |
---|---|
Hauptverfasser: | , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 774 |
---|---|
container_issue | 7 |
container_start_page | 765 |
container_title | Ocean engineering |
container_volume | 27 |
creator | Ross, Carl T.F Sadler, J.R |
description | This paper reports on experimental work carried out on nine thin-walled circular cylinders which were tested to destruction under external hydrostatic pressure. Seven of the cylinders failed through non-symmetric bifurcation buckling and two failed through axisymmetric collapse. The results were used from these tests, together with the results from other experiments, to produce a design chart which could be used for designing against the occurence of elastic and inelastic shell instability. |
doi_str_mv | 10.1016/S0029-8018(99)00018-9 |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_17587320</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0029801899000189</els_id><sourcerecordid>17587320</sourcerecordid><originalsourceid>FETCH-LOGICAL-c367t-b8b1e7ae8042c033ad7a9ad3a815e0c0bc0843bae7a6a23fcd558e3001129c6e3</originalsourceid><addsrcrecordid>eNqFkE1L7TAQhoMoePz4CUIWIrqoJo1pk9VFxC8QXKjrMJ1OOZHYHpP26vn35nhEl64mi-edyfswdiDFqRSyOnsUorSFEdIcW3siRH4UdoPNpKlVoUttNtnsB9lmOym9ZKiqhJoxuOspQBo98jSnELjv0wiND35c8qHj49z3xTuEQC1HH3EKEDkug-9biolPq8HpY6TYQ-DzZRuHnF-tW0RKaYq0x7Y6CIn2v-cue76-erq8Le4fbu4uL-4LVFU9Fo1pJNVARpyXKJSCtgYLrQIjNQkUDQpzrhrITAWl6rDV2pDKZWVpsSK1y47WexdxeJsoje7VJ8yVoKdhSk7WOvsoRQb1GsT81xSpc4voXyEunRRuJdR9CXUrW85a9yXU2Zw7_D4ACSF0EXr06Tdcaq2MzNi_NUa57H9P0SX01CO1PhKOrh38H4c-Abj-jIU</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>17587320</pqid></control><display><type>article</type><title>Inelastic shell instability of thin-walled circular cylinders under external hydrostatic pressure</title><source>Elsevier ScienceDirect Journals Complete</source><creator>Ross, Carl T.F ; Sadler, J.R</creator><creatorcontrib>Ross, Carl T.F ; Sadler, J.R</creatorcontrib><description>This paper reports on experimental work carried out on nine thin-walled circular cylinders which were tested to destruction under external hydrostatic pressure. Seven of the cylinders failed through non-symmetric bifurcation buckling and two failed through axisymmetric collapse. The results were used from these tests, together with the results from other experiments, to produce a design chart which could be used for designing against the occurence of elastic and inelastic shell instability.</description><identifier>ISSN: 0029-8018</identifier><identifier>EISSN: 1873-5258</identifier><identifier>DOI: 10.1016/S0029-8018(99)00018-9</identifier><identifier>CODEN: OCENBQ</identifier><language>eng</language><publisher>Amsterdam: Elsevier Ltd</publisher><subject>Applied sciences ; Buildings. Public works ; Circular cylinders ; Exact sciences and technology ; Inelastic ; Instability ; Marine ; Shells ; Stresses. Safety ; Structural analysis. Stresses</subject><ispartof>Ocean engineering, 2000-07, Vol.27 (7), p.765-774</ispartof><rights>1999 Elsevier Science Ltd</rights><rights>2000 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c367t-b8b1e7ae8042c033ad7a9ad3a815e0c0bc0843bae7a6a23fcd558e3001129c6e3</citedby><cites>FETCH-LOGICAL-c367t-b8b1e7ae8042c033ad7a9ad3a815e0c0bc0843bae7a6a23fcd558e3001129c6e3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/S0029-8018(99)00018-9$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3548,27922,27923,45993</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=1255381$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Ross, Carl T.F</creatorcontrib><creatorcontrib>Sadler, J.R</creatorcontrib><title>Inelastic shell instability of thin-walled circular cylinders under external hydrostatic pressure</title><title>Ocean engineering</title><description>This paper reports on experimental work carried out on nine thin-walled circular cylinders which were tested to destruction under external hydrostatic pressure. Seven of the cylinders failed through non-symmetric bifurcation buckling and two failed through axisymmetric collapse. The results were used from these tests, together with the results from other experiments, to produce a design chart which could be used for designing against the occurence of elastic and inelastic shell instability.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Circular cylinders</subject><subject>Exact sciences and technology</subject><subject>Inelastic</subject><subject>Instability</subject><subject>Marine</subject><subject>Shells</subject><subject>Stresses. Safety</subject><subject>Structural analysis. Stresses</subject><issn>0029-8018</issn><issn>1873-5258</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2000</creationdate><recordtype>article</recordtype><recordid>eNqFkE1L7TAQhoMoePz4CUIWIrqoJo1pk9VFxC8QXKjrMJ1OOZHYHpP26vn35nhEl64mi-edyfswdiDFqRSyOnsUorSFEdIcW3siRH4UdoPNpKlVoUttNtnsB9lmOym9ZKiqhJoxuOspQBo98jSnELjv0wiND35c8qHj49z3xTuEQC1HH3EKEDkug-9biolPq8HpY6TYQ-DzZRuHnF-tW0RKaYq0x7Y6CIn2v-cue76-erq8Le4fbu4uL-4LVFU9Fo1pJNVARpyXKJSCtgYLrQIjNQkUDQpzrhrITAWl6rDV2pDKZWVpsSK1y47WexdxeJsoje7VJ8yVoKdhSk7WOvsoRQb1GsT81xSpc4voXyEunRRuJdR9CXUrW85a9yXU2Zw7_D4ACSF0EXr06Tdcaq2MzNi_NUa57H9P0SX01CO1PhKOrh38H4c-Abj-jIU</recordid><startdate>20000701</startdate><enddate>20000701</enddate><creator>Ross, Carl T.F</creator><creator>Sadler, J.R</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7TN</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope></search><sort><creationdate>20000701</creationdate><title>Inelastic shell instability of thin-walled circular cylinders under external hydrostatic pressure</title><author>Ross, Carl T.F ; Sadler, J.R</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c367t-b8b1e7ae8042c033ad7a9ad3a815e0c0bc0843bae7a6a23fcd558e3001129c6e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2000</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Circular cylinders</topic><topic>Exact sciences and technology</topic><topic>Inelastic</topic><topic>Instability</topic><topic>Marine</topic><topic>Shells</topic><topic>Stresses. Safety</topic><topic>Structural analysis. Stresses</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ross, Carl T.F</creatorcontrib><creatorcontrib>Sadler, J.R</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Oceanic Abstracts</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Ocean engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ross, Carl T.F</au><au>Sadler, J.R</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Inelastic shell instability of thin-walled circular cylinders under external hydrostatic pressure</atitle><jtitle>Ocean engineering</jtitle><date>2000-07-01</date><risdate>2000</risdate><volume>27</volume><issue>7</issue><spage>765</spage><epage>774</epage><pages>765-774</pages><issn>0029-8018</issn><eissn>1873-5258</eissn><coden>OCENBQ</coden><abstract>This paper reports on experimental work carried out on nine thin-walled circular cylinders which were tested to destruction under external hydrostatic pressure. Seven of the cylinders failed through non-symmetric bifurcation buckling and two failed through axisymmetric collapse. The results were used from these tests, together with the results from other experiments, to produce a design chart which could be used for designing against the occurence of elastic and inelastic shell instability.</abstract><cop>Amsterdam</cop><pub>Elsevier Ltd</pub><doi>10.1016/S0029-8018(99)00018-9</doi><tpages>10</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0029-8018 |
ispartof | Ocean engineering, 2000-07, Vol.27 (7), p.765-774 |
issn | 0029-8018 1873-5258 |
language | eng |
recordid | cdi_proquest_miscellaneous_17587320 |
source | Elsevier ScienceDirect Journals Complete |
subjects | Applied sciences Buildings. Public works Circular cylinders Exact sciences and technology Inelastic Instability Marine Shells Stresses. Safety Structural analysis. Stresses |
title | Inelastic shell instability of thin-walled circular cylinders under external hydrostatic pressure |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-10T04%3A49%3A26IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Inelastic%20shell%20instability%20of%20thin-walled%20circular%20cylinders%20under%20external%20hydrostatic%20pressure&rft.jtitle=Ocean%20engineering&rft.au=Ross,%20Carl%20T.F&rft.date=2000-07-01&rft.volume=27&rft.issue=7&rft.spage=765&rft.epage=774&rft.pages=765-774&rft.issn=0029-8018&rft.eissn=1873-5258&rft.coden=OCENBQ&rft_id=info:doi/10.1016/S0029-8018(99)00018-9&rft_dat=%3Cproquest_cross%3E17587320%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=17587320&rft_id=info:pmid/&rft_els_id=S0029801899000189&rfr_iscdi=true |